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Pierpaolo Oreste
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Analysis of structural interaction in tunnels using the covergence–confinement approach
PP Oreste
Tunnelling and Underground Space Technology 18 (4), 347-363, 2003
3022003
Three-dimensional numerical simulation of a mechanized twin tunnels in soft ground
NA Do, D Dias, P Oreste, I Djeran-Maigre
Tunnelling and Underground Space Technology 42, 40-51, 2014
2672014
2D numerical investigation of segmental tunnel lining behavior
NA Do, D Dias, P Oreste, I Djeran-Maigre
Tunnelling and Underground Space Technology 37, 115-127, 2013
2462013
Experimental and numerical studies on rock breaking with TBM tools under high stress confinement
N Innaurato, C Oggeri, PP Oreste, R Vinai
Rock Mechanics and Rock Engineering 40, 429-451, 2007
2292007
Three-dimensional numerical simulation for mechanized tunnelling in soft ground: the influence of the joint pattern
NA Do, D Dias, P Oreste, I Djeran-Maigre
Acta Geotechnica 9, 673-694, 2014
1902014
A numerical approach to the hyperstatic reaction method for the dimensioning of tunnel supports
PP Oreste
Tunnelling and Underground space technology 22 (2), 185-205, 2007
1542007
Back-analysis techniques for the improvement of the understanding of rock in underground constructions
P Oreste
Tunnelling and Underground Space Technology 20 (1), 7-21, 2005
1502005
The convergence-confinement method: roles and limits in modern geomechanical tunnel design
P Oreste
American Journal of Applied Sciences 6, 757-771, 2009
1372009
Subsurface geological-geotechnical modelling to sustain underground civil planning
F De Rienzo, P Oreste, S Pelizza
Engineering geology 96 (3-4), 187-204, 2008
1332008
Stabilisation of the excavation face in shallow tunnels using fibreglass dowels
PP Oreste, D Dias
Rock mechanics and rock engineering 45, 499-517, 2012
1062012
A procedure for determining the reaction curve of shotcrete lining considering transient conditions
PP Oreste
Rock Mechanics and Rock Engineering 36, 209-236, 2003
1052003
Radial passive rockbolting in tunnelling design with a new convergence-confinement model
PP Oreste, D Peila
International journal of rock mechanics and mining sciences & geomechanics …, 1996
981996
Prediction of penetration per revolution in TBM tunneling as a function of intact rock and rock mass characteristics
A Benato, P Oreste
International Journal of Rock Mechanics and Mining Sciences 74, 119-127, 2015
972015
A new numerical approach to the hyperstatic reaction method for segmental tunnel linings
NA Do, D Dias, P Oreste, I Djeran‐Maigre
International Journal for Numerical and Analytical Methods in Geomechanics …, 2014
942014
Modelling progressive hardening of shotcrete in convergence-confinement approach to tunnel design
PP Oreste, D Pella
Tunnelling and Underground Space Technology 12 (3), 425-431, 1997
861997
A probabilistic design approach for tunnel supports
P Oreste
Computers and Geotechnics 32 (7), 520-534, 2005
842005
2D numerical investigation of segmental tunnel lining under seismic loading
NA Do, D Dias, P Oreste, I Djeran-Maigre
Soil Dynamics and Earthquake Engineering 72, 66-76, 2015
822015
3D numerical investigation of mechanized twin tunnels in soft ground–Influence of lagging distance between two tunnel faces
NA Do, D Dias, P Oreste
Engineering Structures 109, 117-125, 2016
812016
2D tunnel numerical investigation: the influence of the simplified excavation method on tunnel behaviour
NA Do, D Dias, P Oreste, I Djeran-Maigre
Geotechnical and Geological Engineering 32, 43-58, 2014
752014
The behaviour of the segmental tunnel lining studied by the hyperstatic reaction method
NA Do, D Dias, P Oreste, I Djeran-Maigre
European Journal of Environmental and Civil Engineering 18 (4), 489-510, 2014
712014
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